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4. Exercise 4 ( Westergaard. Determine the stresses of the soil to 8 m depth below the center of the tank. The tank is 17 ft in radius and the material causes a pressure force of 5000 psf at the base of the nts) A circular tank is supported on a ground that satisfies the presumptions of tank.

4. Exercise 4 ( Westergaard. Determine the stresses of the soil to 8 m depth below the center of the tank. The tank is 17 ft in radius and the material causes a pressure force of 5000 psf at the base of the nts) A circular tank is supported on a ground that satisfies the presumptions of tank.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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**Exercise 4** A circular tank is supported on a ground that satisfies the presumptions of Westergaard. Determine the stresses of the soil to 8 m depth below the center of the tank. The tank is 17 ft in radius and the material causes a pressure force of 5000 psf at the base of the tank.
Transcribed Image Text:**Exercise 4** A circular tank is supported on a ground that satisfies the presumptions of Westergaard. Determine the stresses of the soil to 8 m depth below the center of the tank. The tank is 17 ft in radius and the material causes a pressure force of 5000 psf at the base of the tank.
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